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Kinematics and internal deformation of granular slopes: Insights from discrete element modeling

机译:粒状斜坡的运动学和内部变形:离散元建模的见解

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摘要

The kinematics and internal deformation of a failure mass during the flow-like moving off a slope were monitored and quantified with the particle flow method in this study. Two kinds of cases were investigated, noncohesive and cohesive granular slopes. Three different internal friction angles and cohesive strengths were considered to systematically investigate their effect on the kinematics and internal deformation of the failure mass. We analyzed the movement within the failure mass and concluded that the mass moves downwards in an undulating pattern. The slope surface topography changes from a straight line to curved lines with slope breaks in a convex geometry. In addition, dilatation within the failure mass, which deforms internally and heterogeneously, is strongly dependent on its mechanical properties. A larger mass moves downslope, and the mass moves faster and further in the model with lower internal friction and cohesion. The internal friction and cohesion have a positive impact on porosity and two-dimensional (or volumetric in 3D) strain within the failure mass.
机译:在本研究中,采用颗粒流法监测并量化了流状滑坡过程中破坏质量的运动学和内部变形。研究了两种情况,非粘性和粘性颗粒斜率。考虑了三种不同的内摩擦角和内聚强度,以系统地研究它们对破坏质量的运动学和内部变形的影响。我们分析了故障质量块内的运动,并得出结论,质量块以波动的形式向下运动。倾斜表面的形貌从直线变为曲线,并在凸面几何形状中出现倾斜中断。另外,内部和异质变形的破坏块内的膨胀在很大程度上取决于其机械性能。较大的质量向下坡移动,并且在模型中,内部摩擦和内聚力较小时,质量移动得更快,更远。内部摩擦和内聚力对破坏质量内的孔隙率和二维(或3D体积)应变产生积极影响。

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